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<br /> <br /> zooo <br />.. .. t - --, , _. <br />__._. <br /> tsao <br /> <br />~ ._ t_ ; <br />~ <br />-- <br /> M _. i._ ~.. :___._ ...a~--.-.. .. ..:..y. <br /> ~ 7Q0~ <br /> _ - ~ <br /> 2 _. <br /> <br /> ~..~ <br />.y' <br /> ~~ ~ ~ <br /> <br /> 0 500 1000 7500 2000 2500 <br /> NORMAL STRESS (pst) <br /> Trial Normal UIL Ret;id. Void Initial Initial Final Final Sat <br /> # Load Load Load Ratio Dent H2O Dens H2O % <br /> 1 520 4'39 394 o.54b tOZO ra.r to7.o n.a 85% <br /> 2 923 579 529 0.54D 107.4 14.1 707.4 78.1 8996 <br /> 3 ztz5 rtt9 9e5 _ oss7 rozs ta.t roza 75.2 7596 <br /> zaao <br /> ..-. /e0o <br /> a,~ SOIL TYPE SC # I <br /> ~ „~ TEST SUMMARY <br /> <br /> w ,~ CONSOLIDATED, DRAINED - (CD) <br /> tY ,~ REMOLDED SPECIMENS <br /> ~ eoo PEAK RESID. <br /> q fioo c - - _ _ _ _ _ PNI Angle (deg.): 23.2 20.7 <br /> = 4ao ., _ Tan. of PHb Angle: 0.429 0,377 <br /> ~ 2ao I Cohesion A anent 202 191 <br /> 0 <br /> 0 004 0 08 072 016 02 024 02B 032 036 0.1 0.44 0.48 <br /> TEST STRAIN (inch) <br /> DIRECT SHEAR TEST, ASTM D-3080 <br /> RSN POND l2 <br /> "' <br />~ Roadside North Portal, Cameo, Colo. <br /> ~ Western Assoc. Coal Corp. Date <br /> ? °i1 LINCOLN - DeVORE <br />Inc. s-zz-9~ <br /> ' , <br /> _~~ <br />~ Geotechnical Consultants Job No. Sample Tech. <br /> Grand Junction, Colorado 86014) SC 1 RL <br />